US2631823A - Pipe driving point - Google Patents
Pipe driving point Download PDFInfo
- Publication number
- US2631823A US2631823A US781178A US78117847A US2631823A US 2631823 A US2631823 A US 2631823A US 781178 A US781178 A US 781178A US 78117847 A US78117847 A US 78117847A US 2631823 A US2631823 A US 2631823A
- Authority
- US
- United States
- Prior art keywords
- pipe
- driving
- point
- driving point
- diameter
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 230000008878 coupling Effects 0.000 description 8
- 238000010168 coupling process Methods 0.000 description 8
- 238000005859 coupling reaction Methods 0.000 description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000005242 forging Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/04—Directional drilling
- E21B7/046—Directional drilling horizontal drilling
Definitions
- This invention relates to a novel implement for use in driving ordinary metal pipe through the ground, devices of this general type being known in the art as pipe driving points.
- a common problem in laying pipe lines for oil and other fluids arises when it is necessary to cross a roadbed or the like. This is usually accomplished by fitting a driving point to the leading end of the pipe and driving the pipe horizontally through the roadbed or other embankment.
- Various percussive implements and apparatuses may be employed for imparting driving blows to the pipe.
- the present invention is not concerned with this phase of the problem but deals entirely with the provision of a novel driving point which results in very much more satisfactory driving than anything heretofore available in this art.
- the driving point of my invention is found to result in straight driving of pipe to a degree heretofore considered impossible of attainment.
- Pipes have been driven to a length of close to a hundred feet with a lateral deviation of less than thediameter of the pipe. While the principles of the present invention are of general application, the inventors practical use of the present driving point has been in work involving the driving of iron or steel pipe from two inches to eight inches nominal inside diameter.
- the driving point of the present invention combines three factors which are all believed to contribute to the unusually accurate operation which is achieved.
- the first of these three factors is the provision of radiating cutting edges lying in a transverse plane which forms the front face of the tool and cocupies a circle just slightly larger than the outside diameter of the hole to be formed.
- the diameter of this hole is equal to the outside diameter of the internally threaded couplings which conventionally connect the various lengths of pipe.
- the second factor is the provision of a guiding portion of considerable length extending continuously for the full diameter of the hole. This is not to be confused with plural but discontinuous guiding portions, however great the axial distance between such portions may be.
- the third factor is the provision of means which cause the driving point to rotate continuously on its own longitudinal axis automatically upon lengthwise driving movement thereof, so
- Fig. l is a vertical cross sectional view of an earth embankment, which may be a roadbed or the like, with pipe being driven therethrough with one form of the driving point of the present invention
- Fig. 2 is view similar to Fig. 1 but showing the driving point and its connection to the first length on an enlarged scale;
- Fig. 3 is a front elevational view of the driving point.
- the numeral l0 designates an embankment through which a pipeline is being driven, the latter comprising several lengths of pipe ll, I2 and I3 connected by conventional couplings l4 and I5.
- the driving point is designated generally 16 in Fig. l and is connected to the first length of pipe II by a conventional pipe coupling l1.
- the driving point comprises a cylindrical main body portion l8 which is of considerable length compared to its diameter.
- the uninterrupted cylindrical extent of portion 18 is roughly four to five times its diameter.
- the diameter of this main body portion I8 is equal to the outside diameter of the couplings I 4, l5 and [1.
- the rear or trailing end of the driving point is reduced as at I9 to substantially the outside diameter of the pipe being driven and is threaded for connection with pipe II by means of coupling 11.
- cylindrical body portion 18 is brought to an approximately conical but slightly convex point designated 20 in Figs. 2 and 3.
- superimposed on the point 20 are radiating blades 2!, in the present instance four in number.
- the front radially extending faces of blades 21 are formed to a knife or chisel edge and their rear or trailing portions are curved as indicated at 22 in Fig. 2. This curvature is of such direction and degree that the earth acting against the concave face thereof causes rotation of the driving point in a clockwise direction as viewed from the front (Fig. 3).
- the direction of rotation of the point is calculated to tighten the coupling connections as the work proceeds.
- the means for driving .the point through the ground through the medium of the pipe connected thereto maybe a hydraulic ram, a pendulum type ram, a. pneumatic hammer or any othersuitable means.
- the driving point of the present invention may be fabricated in any desired manner as by forging the leading end, by forging and welding the'blades thereto, by machining or by any combination of these fabricating methods.
- an implement for driving into earth a pipe assembly comprising a series of pipes connected by internally threaded couplings of greater diameter than the pipes, said implement comprising a cylindrical body portion of a diameter substantially equal to the external diameter of the pipe couplings and of a length at least several times its diameter, means rearwardly of ment through earth or the like, said blades lying in a circle of substantially the diameter of said body portion whereby they merge smoothly at their rear terminal portions into said body portion substantially at the point Where the cylindrical body portion and the forwardly tapering formation merge.
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
March 17, 1953 F. E. DANNHEIM 2,631,823
PIPE DRIVING POINT Filed Oct. 21, 1947 b, INVENTOR. 5 fled E. Dom/rem? BY 61, M
Patented Mar. 17, 11953 UNITED STATES PATENT OFFICE PIPE DRIVING POINT Fred E. Dannheim, Allentown, N'. Y.
Application October 21, 1947, Serial No. 781,178
1 Claim.
This invention relates to a novel implement for use in driving ordinary metal pipe through the ground, devices of this general type being known in the art as pipe driving points.
A common problem in laying pipe lines for oil and other fluids arises when it is necessary to cross a roadbed or the like. This is usually accomplished by fitting a driving point to the leading end of the pipe and driving the pipe horizontally through the roadbed or other embankment. Various percussive implements and apparatuses may be employed for imparting driving blows to the pipe. The present invention is not concerned with this phase of the problem but deals entirely with the provision of a novel driving point which results in very much more satisfactory driving than anything heretofore available in this art.
In pipe driving points of the prior art the chief diificulty and objection has been the inability of the point to travel continuously in a stright line. This problem is a difiicult one since tree roots, stones and other obstructions are encountered with a high degree of frequency. Likewise, when a driving point encounters a slanting hardpan, deflection of the point has heretofore been regarded as inevitable.
The driving point of my invention is found to result in straight driving of pipe to a degree heretofore considered impossible of attainment. Pipes have been driven to a length of close to a hundred feet with a lateral deviation of less than thediameter of the pipe. While the principles of the present invention are of general application, the inventors practical use of the present driving point has been in work involving the driving of iron or steel pipe from two inches to eight inches nominal inside diameter.
Speaking generally, the driving point of the present invention combines three factors which are all believed to contribute to the unusually accurate operation which is achieved. The first of these three factors is the provision of radiating cutting edges lying in a transverse plane which forms the front face of the tool and cocupies a circle just slightly larger than the outside diameter of the hole to be formed. The diameter of this hole is equal to the outside diameter of the internally threaded couplings which conventionally connect the various lengths of pipe. The second factor is the provision of a guiding portion of considerable length extending continuously for the full diameter of the hole. This is not to be confused with plural but discontinuous guiding portions, however great the axial distance between such portions may be.
The third factor is the provision of means which cause the driving point to rotate continuously on its own longitudinal axis automatically upon lengthwise driving movement thereof, so
that the radiating cutting edges rotate as they are driven through the ground.
It is to be understood that the foregoing analysis of the importance of the various factors is speculative and that in any event the novel operation heretofore claimed results from the use of the tool shown and described herein, regardless of the weight which the various factors bring to bear upon the ultimate result.
The accompanying drawing and the following specification disclose in detail a complete driving.
point constructed in accordance with my invention. It is to be understood, however, that the driving point shown and described is by way of example only and my invention is not limited excepting as defined in the appended claims.
Fig. l is a vertical cross sectional view of an earth embankment, which may be a roadbed or the like, with pipe being driven therethrough with one form of the driving point of the present invention;
Fig. 2 is view similar to Fig. 1 but showing the driving point and its connection to the first length on an enlarged scale; and
Fig. 3 is a front elevational view of the driving point.
In the several figures of the drawing like characters of reference denote like parts and, referring to Fig. 1, the numeral l0 designates an embankment through which a pipeline is being driven, the latter comprising several lengths of pipe ll, I2 and I3 connected by conventional couplings l4 and I5. The driving point is designated generally 16 in Fig. l and is connected to the first length of pipe II by a conventional pipe coupling l1.
Referring particularly to Fig. 2, the driving point comprises a cylindrical main body portion l8 which is of considerable length compared to its diameter. In the illustrated instance the uninterrupted cylindrical extent of portion 18 is roughly four to five times its diameter. The diameter of this main body portion I8 is equal to the outside diameter of the couplings I 4, l5 and [1.
The rear or trailing end of the driving point is reduced as at I9 to substantially the outside diameter of the pipe being driven and is threaded for connection with pipe II by means of coupling 11.
At the front or leading end of the tool, cylindrical body portion 18 is brought to an approximately conical but slightly convex point designated 20 in Figs. 2 and 3. Superimposed on the point 20 are radiating blades 2!, in the present instance four in number. The front radially extending faces of blades 21 are formed to a knife or chisel edge and their rear or trailing portions are curved as indicated at 22 in Fig. 2. This curvature is of such direction and degree that the earth acting against the concave face thereof causes rotation of the driving point in a clockwise direction as viewed from the front (Fig. 3).
This rotation causes the point and the following pipe to drive in a straight line regardless of minor misalignments in the pipe connections. Such misalignments may be due to connections which are not in perfect'axial alignment or because the pipe becomes sprung ,dur-
The direction of rotation of the point is calculated to tighten the coupling connections as the work proceeds.
The means for driving .the point through the ground through the medium of the pipe connected thereto maybe a hydraulic ram, a pendulum type ram, a. pneumatic hammer or any othersuitable means.
The driving point of the present invention may be fabricated in any desired manner as by forging the leading end, by forging and welding the'blades thereto, by machining or by any combination of these fabricating methods.
. 'W'hat'is claimed is:
.An implement for driving into earth a pipe assembly comprising a series of pipes connected by internally threaded couplings of greater diameter than the pipes, said implement comprising a cylindrical body portion of a diameter substantially equal to the external diameter of the pipe couplings and of a length at least several times its diameter, means rearwardly of ment through earth or the like, said blades lying in a circle of substantially the diameter of said body portion whereby they merge smoothly at their rear terminal portions into said body portion substantially at the point Where the cylindrical body portion and the forwardly tapering formation merge.
E. DANNHEIM.
REFERENCES CITED The :following references .are of record in the file of this patent:
UNITED STATES PATENTS Number Name Date 68,917 Waite .Sept. 17, 1867 77,941 White May 12, 1868 83,901 Armstrong Nov. 10, 1868 470,593 Oxley Mar..8, 1892 693,508 Fette Feb. 18, 1902 982,023 Sands Jan. 17, 19.11
1,616,666 Nebergall Feb. 8, 192.7 1,734,672 Harralson Nov. 5, 1929 1,739,846 Lang Dec. .17., 1929 2,040,074 Brenholm May v12, 1936 2,179,689 Earnheart Nov. 14, 1939 2,425,012 Snyder Aug. 5, 1947 FOREIGN PATENTS Number Country Date 12,581 Australia Apr. 2, 1929 486,235 Great Britain June 1, 1938 528,593 Great Britain May 10, 19,40
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US781178A US2631823A (en) | 1947-10-21 | 1947-10-21 | Pipe driving point |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US781178A US2631823A (en) | 1947-10-21 | 1947-10-21 | Pipe driving point |
Publications (1)
Publication Number | Publication Date |
---|---|
US2631823A true US2631823A (en) | 1953-03-17 |
Family
ID=25121938
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US781178A Expired - Lifetime US2631823A (en) | 1947-10-21 | 1947-10-21 | Pipe driving point |
Country Status (1)
Country | Link |
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US (1) | US2631823A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3688014A (en) * | 1969-04-18 | 1972-08-29 | Gijsbert Versteeg | Method and apparatus for driving a rod or a pipe, more particularly an earth electrode, into the ground |
EP0273974A1 (en) * | 1986-04-30 | 1988-07-13 | Inst. Gornogo Dela Sibirskogo Otdelenia Akademii Nauk Sssr | Device for making holes in ground |
Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US68917A (en) * | 1867-09-17 | Stephen | ||
US77941A (en) * | 1868-05-12 | Improvement in tube-wells | ||
US83901A (en) * | 1868-11-10 | John s | ||
US470593A (en) * | 1892-03-08 | Hydraulic drill | ||
US693508A (en) * | 1901-07-08 | 1902-02-18 | Heinrich Wilhelm Adolf Fette | Groove-cutter. |
US982023A (en) * | 1910-05-02 | 1911-01-17 | Byron Herrell Sands | Pipe-laying mechanism. |
US1616666A (en) * | 1923-03-05 | 1927-02-08 | Loran E Nebergall | Drill collar for hydraulic rotary drills |
US1734672A (en) * | 1924-08-09 | 1929-11-05 | Leidecker Tool Company | Hydraulic rotary-drill bit |
US1739846A (en) * | 1927-11-21 | 1929-12-17 | John Addison Muncy | Drill bit for boring wells |
US2040074A (en) * | 1935-04-15 | 1936-05-12 | R M Wright | Jack hammer bit |
GB486235A (en) * | 1936-05-11 | 1938-06-01 | Wallramit Handel Mij Nv | Improvements in or relating to mineral borers and the like |
US2179689A (en) * | 1937-07-28 | 1939-11-14 | Isaac L Earnheart | Drill bit |
GB528593A (en) * | 1939-05-10 | 1940-11-01 | Jessop William & Sons Ltd | Improvements in or relating to rotary bits for rock and like drilling |
US2425012A (en) * | 1944-03-20 | 1947-08-05 | Snyder Oil Tool Corp | Impact drill |
-
1947
- 1947-10-21 US US781178A patent/US2631823A/en not_active Expired - Lifetime
Patent Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US68917A (en) * | 1867-09-17 | Stephen | ||
US77941A (en) * | 1868-05-12 | Improvement in tube-wells | ||
US83901A (en) * | 1868-11-10 | John s | ||
US470593A (en) * | 1892-03-08 | Hydraulic drill | ||
US693508A (en) * | 1901-07-08 | 1902-02-18 | Heinrich Wilhelm Adolf Fette | Groove-cutter. |
US982023A (en) * | 1910-05-02 | 1911-01-17 | Byron Herrell Sands | Pipe-laying mechanism. |
US1616666A (en) * | 1923-03-05 | 1927-02-08 | Loran E Nebergall | Drill collar for hydraulic rotary drills |
US1734672A (en) * | 1924-08-09 | 1929-11-05 | Leidecker Tool Company | Hydraulic rotary-drill bit |
US1739846A (en) * | 1927-11-21 | 1929-12-17 | John Addison Muncy | Drill bit for boring wells |
US2040074A (en) * | 1935-04-15 | 1936-05-12 | R M Wright | Jack hammer bit |
GB486235A (en) * | 1936-05-11 | 1938-06-01 | Wallramit Handel Mij Nv | Improvements in or relating to mineral borers and the like |
US2179689A (en) * | 1937-07-28 | 1939-11-14 | Isaac L Earnheart | Drill bit |
GB528593A (en) * | 1939-05-10 | 1940-11-01 | Jessop William & Sons Ltd | Improvements in or relating to rotary bits for rock and like drilling |
US2425012A (en) * | 1944-03-20 | 1947-08-05 | Snyder Oil Tool Corp | Impact drill |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3688014A (en) * | 1969-04-18 | 1972-08-29 | Gijsbert Versteeg | Method and apparatus for driving a rod or a pipe, more particularly an earth electrode, into the ground |
EP0273974A1 (en) * | 1986-04-30 | 1988-07-13 | Inst. Gornogo Dela Sibirskogo Otdelenia Akademii Nauk Sssr | Device for making holes in ground |
EP0273974A4 (en) * | 1986-04-30 | 1988-07-14 | Inst Gornogo Dela Sibirskogo O | Device for making holes in ground. |
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